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r <br /> ' Contract Unit CurreM Quantity Amount <br /> No. Item Unit Quantity Price Quantity to Date to Date <br /> 6 CONNECT TO EXISTING 8" WATER MAIN EA 2 800.00 3 $2,400.00 <br /> 7 8" PVC C900 WATER MAIN, DR 18 LF 530 52.00 583.5 $30,342.00 <br /> 8 6" PVC C900 WATER MAIN, DR 18 LF 18 25.00 6 $150.Op <br /> 9 8" GATE VALVE AND BOX EA 2 1500.00 3 $4,500.00 <br /> 10 DUCTILE IRON FITRNGS LB 240 3.00 860 $2,580.00 <br /> 11 1" CORPORATION STOP WITH 8" SADDLE EA 8 300.00 8 $2,400.00 <br /> 12 1' CURB STOP AND BOX EA 8 300.00 8 $2,400.00 <br /> 13 1" WATER SERVICE - MAIN TO CURB STOP LF 40 14.00 15 $210.00 <br /> 14 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO <br /> CURB STOP LF 270 22.00 485 $10,670.00 <br /> 15 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - <br /> WATER MAIN LF 250 5.00 $0.00 <br /> 16 SELECT GRANULAR BORROW (CV) CY 40 14.00 67.54 $945.56 <br /> 17 AGGREGATE BASE, CLASS 5 TN 35 12.00 73.4 $880.80 <br /> 18 TYPE LV4 WEARING COURSE MIXTURE (B) - DRNEWAYS TN 4.85 110.00 $0.00 <br /> 19 TYPE LV 3 NON-WEARING COURSE MIXTURE (B) TN 10 76.00 20 $1,520.00 <br /> 20 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 10 77.00 15.05 $1,158,85 <br /> 21 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL 5 6.40 $0.00 <br /> 22 6" CONCRETE DRNEWAY PAVEMENT SY 30 44.00 $0.00 <br /> 23 TOPSOIL BORROW (LV) CY 25 4.00 25 $100.00 <br /> 24 SODDING, LAWN TYPE SY 225 2.65 $0.00 <br /> 25 1 CORPORATION STOP WITH 8" SADDLE EA 12 300.00 6 $1,800.00 <br /> 26 1" CURB STOP AND BOX EA 12 3QQ.OU 6 $1,800.00 <br /> 27 1" WATER SERVICE - MAIN TO CURB STOP LF 100 14.00 8 $112.00 <br /> 2g 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO <br /> CURB STOP LF 282 22.00 811 $17,842.00 ' <br /> 29 TOPSOIL BORROW (LV) CY 25 10.00 25 $250.00 � <br /> 30 SODDING, LAWN IYPE SY 200 2.65 $0.00 i <br /> TOTAL CHANGE ORDER N0. 2 $83,427.21 I <br /> I <br /> CHANGE ORDER NO. 3 j <br /> 1 MUCK IXCAVATION (EV) CY 3100 15.20 3662 $55,662.40 � <br /> 2 LIGHl1NEIGHT BACKFILL (WOOD CHIPS) (LV) CY 3750 28.00 2813 $78,764.00 I <br /> 3 SELECT 6RANULAR BORROW (LV) (1-WAY HAUL} CY 1500 16.60 1644 $27,290.40 <br /> 4 COMMON D(CAVATION (EV) CY 850 -8.00 1321 ($10,568.00) I <br /> 5 SELECT' GRANULAR BORROW (CV) CY 1150 -14.00 833 ($11,662.00) <br /> 6 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH � <br /> SCOK WRAP LF 1000 -2.00 600 ($1,200.00) <br /> 7 CREW HOURS HR ll 755.00 17 $12,835.00 � <br /> 8 ACCESS ROAD GRAVEL TN 135 8.OU 135 $1,080.00 ' <br /> 9 CREW HOURS HR 2.1 755.00 2.1 $1,585.50 <br /> 10 DRYING/SEPARATING/HAULING OFFSITE LS 1 5600.00 1 $5,600.00 <br /> TOTAL CHANGE ORDER N0. 3 $159,387.30 <br /> CHANGE ORDER NO. 4 <br /> 1 CLAIM i(WO #5349) LS 1 3992.00 1 $3,992.00 <br /> 2 CLAINi 2(WO #4801) LS 1 381.57 1 $381.57 <br /> 3 CLAIM 3(WO #4222) LS 1 2404.26 1 $2,404.26 <br /> 4 CLAIM 4(WO #4560) LS 1 2699.00 1 $2,699.00 <br /> 6 CLAIM 6- DEDUCTION FOR ENDING ARRA REQUIREMENT! LS 1-1500.00 1 ($1,500.00) <br /> 7 CLAIM 7- UNIf PRICE REDUCfION SY 1350 -0.38 1597 ($606.86) <br /> 8 CLAIM 8(WO #5350) LS 1 3660.72 1 $3,660,72 <br /> 9 CLAIM 9(WO #3410 AND 3412) LS 1 5178.05 1 $5,178.05 <br /> TOTAL CHANGE ORDER N0. 4 $16,208,74 <br /> CHANGE ORDER NO. 5 <br /> 1 WATER TRUCK TEST FOR ELIMINATION OF RAIN <br /> GARDEN I LS 1 297.50 1 $297.50 <br /> 2 FIELD MODIFICATIONS TO RAIN GARDEN C LS 1 338.0� 1 $338.00 <br /> 3 BLADE TIME AT CHURCH BY BLOCK 7 HR 2 161.00 2 $322.00 <br /> 4 RIVER ROCK LANDSCAPING AT RAIN GARDENS CY 5.5 70.00 5.5 $385.00 <br /> 5 STORM WATER DISCHARGE TREATMENT PER MPCA LS 1 2138.00 1 $2,138.00 <br /> TOTAL CHANGE ORDER N0. 5 $3,480.50 <br /> CHANGE ORDER NO. 6 <br /> 1 REMOVE ROCK AND RAIN GARDEN FENCE; REPLACE <br /> WITH TOPSOIL LS 1 733.00 1 $733.00 <br /> 61608169FEa11FinaLxlsm �� }� <br />